Attachment R - Amend0004_DWG_2of12_CIV01.pdf
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B. SEE LANDSCAPE SHEETS FOR ADDITIONAL MATERIAL INFORMATION. /
VEDERE LE SCHEDE DEL PAESAGGIO PER ULTERIORI INFORMAZIONI
SUI MATERIALI.
SHEET KEYNOTES: /
NOTE CHIAVE DI QUESTO FOGLIO:
MATERIALS LEGEND / LEGENDA DEI MATERIALI:
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PAVIMENTAZIONE IN CALCESTRUZZO (VEDERE
PARTICOLARI C1, TAVOLA C-501)
CONCRETE SIDEWALK (SEE DET B1, SH C-502) /
MARCIAPIEDE IN CALCESTRUZZO ( VEDERE PARTICOLARE
B1, TAVOLA C-502)
ASPHALT PAVEMENT (SEE DET A1, SH C-501) /
PAVIMENTAZIONE IN ASFALTO ( VEDERE PARTICOLARE A1,
TAVOLA C-501)
COLORIZED ASPHALT PAVEMENT A /
PAVIMENTO DI ASFALTO COLORATO A
GRAVEL DRIVE, 360 MINIMUM THICKNESS. /
STRADA IN GHIAIA, SPESSORE MINIMO 360.
COLORIZED ASPHALT PAVEMENT B /
PAVIMENTO DI ASFALTO COLORATO B
32.002
32.001
32.004
32.015
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32.102
32.105
32.005
32.014
32.001
32.002
32.002
32.002
32.003
32.023
32.00332.023
32.003 32.023
32.00332.023
32.003
32.023
32.003
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32.004
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32.009
32.009
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32.017
32.017
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32.017
32.009
32.017
32.006
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32.001 ASPHALT PAVEMENT; A1, C-501 / PAVIMENTO IN ASFALTO; A1,
C-501
32.002 SIDEWALK, SEE LANDSCAPE / MARCIAPIEDE, VEDERE SCHEDE
PAESAGGIO
32.003 CONCRETE DRIVEWAY; C1, C-501 / CORSIA STRADALE IN
CEMENTO; C1, C-501
32.004 COLORIZED ASPHALT / ASFALTO COLORATO
32.005 150 CONCRETE CURB; A4, C-501 / CORDOLO IN CEMENTO DA 150;
A4, C-501
32.006 150 CONCRETE CURB AND GUTTER; A4, C-501 / CORDOLO IN
CEMENTO DA 150 E SCOLINA; A4, C-501
32.007 100 MOUNTABLE CONCRETE CURB; A4, C-501 / CORDOLO IN
CEMENTO DA 100; A4, C-501
32.008 ACCESSIBLE CURB RAMP; B4, C-502 / RAMPA DI ACCESSO
MARCIAPIEDI; B4, C-502
32.009 PEDESTRIAN CROSSING; A2, CP002 / ATRAVERSAMENTO
PEDONALE; A2, CP002
32.011 EMERGENCY FIRE LANE / PERCORSO DI EMERGENZA
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32.014 RAISED PEDESTRIAN CROSSING; A1, CP002 / ATTRAVERSAMENTO
PEDONALE RIALZATO; A1, CP002
32.015 DUMPSTER PAD; C4, C-504 / BASE PER CASSONETTO; C4, C-504
32.017 CONNECT TO EXISTING / CONNETTERE ALL'ESISTENTE
32.021 TOWNHOUSE BLOCK, SEE SHEET AS001 / EDIFICIO A SCHIERA,
VEDI SCHEDA AS001
32.022 APARTMENT BUILDING, SEE SHEET AS001 / EDIFICIO PER
APPARTAMENTI, VEDI SCHEDA AS001
32.023 CONCRETE JOINT (TYPICAL); C3, C-501 / GIUNTO IN CEMENTO
(TIPO); C3, C-501
32.025 CONCRETE VALLEY GUTTER / COMPLUVIO IN CEMENTO
32.027 PROVIDE GATE WITH KNOX BOX FOR FIRE TRUCK ACCESS IN
CONSTRUCTION FENCE. / FORNIRE CANCELLO CON KNOX BOX
PER L'ACCESSO DEI CAMION DEI POMPIERI NELLA RECINZIONE
DELLA COSTRUZIONE.
32.035 FENCE, MATCH EXISTING IN-KIND / RECINZIONE,
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32.102 PERVIOUS HARDSCAPE, SEE LANDSCAPE / ATTREZZATURE
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GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
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NO SCALE
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AECOM | BAKER
NAVFAC Atlantic A-E Design JV Team
PLAN
NORTH
MATCHLINE - SEE SHEET CS106 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CS106 PER CONTINUARE
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA
B. SEE LANDSCAPE SHEETS FOR ADDITIONAL MATERIAL INFORMATION. /
VEDERE LE SCHEDE DEL PAESAGGIO PER ULTERIORI INFORMAZIONI
SUI MATERIALI.
SHEET KEYNOTES: /
NOTE CHIAVE DI QUESTO FOGLIO:
MATERIALS LEGEND: /
LEGENDA DEI MATERIALI:
CONCRETE PAVEMENT (SEE DET C1, SH C-501) /
PAVIMENTAZIONE IN CALCESTRUZZO (VEDERE
PARTICOLARI C1, TAVOLA C-501)
CONCRETE SIDEWALK (SEE DET B1, SH C-502) /
MARCIAPIEDE IN CALCESTRUZZO ( VEDERE PARTICOLARE
B1, TAVOLA C-502)
ASPHALT PAVEMENT (SEE DET A1, SH C-501) /
PAVIMENTAZIONE IN ASFALTO ( VEDERE PARTICOLARE A1,
TAVOLA C-501)
COLORIZED ASPHALT PAVEMENT A /
PAVIMENTO DI ASFALTO COLORATO A
COLORIZED ASPHALT PAVEMENT B /
PAVIMENTO DI ASFALTO COLORATO B
GRAVEL DRIVE, 360 MINIMUM THICKNESS. /
STRADA IN GHIAIA, SPESSORE MINIMO 360.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
CS105
MATCHLINE - SEE SHEET CS104 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CS104 PER CONTINUARE CS105
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32.021
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32.102
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32.102
32.011
32.009
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32.007
32.003
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32.001 ASPHALT PAVEMENT; A1, C-501 / PAVIMENTO IN ASFALTO; A1, C-501
32.002 SIDEWALK, SEE LANDSCAPE / MARCIAPIEDE, VEDERE SCHEDE
PAESAGGIO
32.003 CONCRETE DRIVEWAY; C1, C-501 / CORSIA STRADALE IN CEMENTO; C1,
C-501
32.004 COLORIZED ASPHALT / ASFALTO COLORATO
32.005 150 CONCRETE CURB; A4, C-501 / CORDOLO IN CEMENTO DA 150; A4,
C-501
32.007 100 MOUNTABLE CONCRETE CURB; A4, C-501 / CORDOLO IN CEMENTO
DA 100; A4, C-501
32.008 ACCESSIBLE CURB RAMP; B4, C-502 / RAMPA DI ACCESSO
MARCIAPIEDI; B4, C-502
32.009 PEDESTRIAN CROSSING; A2, CP002 / ATRAVERSAMENTO PEDONALE;
A2, CP002
32.011 EMERGENCY FIRE LANE / PERCORSO DI EMERGENZA ANTINCENDIO
32.017 CONNECT TO EXISTING / CONNETTERE ALL'ESISTENTE
32.021 TOWNHOUSE BLOCK, SEE SHEET AS001 / EDIFICIO A SCHIERA, VEDI
SCHEDA AS001
32.022 APARTMENT BUILDING, SEE SHEET AS001 / EDIFICIO PER
APPARTAMENTI, VEDI SCHEDA AS001
32.023 CONCRETE JOINT (TYPICAL); C3, C-501 / GIUNTO IN CEMENTO (TIPO);
C3, C-501
32.027 PROVIDE GATE WITH KNOX BOX FOR FIRE TRUCK ACCESS IN
CONSTRUCTION FENCE. / FORNIRE CANCELLO CON KNOX BOX PER
L'ACCESSO DEI CAMION DEI POMPIERI NELLA RECINZIONE DELLA
COSTRUZIONE.
32.102 PERVIOUS HARDSCAPE, SEE LANDSCAPE / ATTREZZATURE
PERMEABILI, VEDERE SCHEDE PAESAGGIO
32.105 PLAYGROUND, SEE LANDSCAPE / CAMPO GIOCO, VEDERE SCHEDE
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5m 10m0 25m 1:250
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
KEY PLAN / PIANO STRATEGICO
NO SCALE
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AECOM | BAKER
NAVFAC Atlantic A-E Design JV Team
PLAN
NORTH
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA
B. SEE LANDSCAPE SHEETS FOR ADDITIONAL MATERIAL INFORMATION. /
VEDERE LE SCHEDE DEL PAESAGGIO PER ULTERIORI INFORMAZIONI
SUI MATERIALI.
SHEET KEYNOTES: /
NOTE CHIAVE DI QUESTO FOGLIO:
MATERIALS LEGEND: /
LEGENDA DEI MATERIALI:
CONCRETE PAVEMENT (SEE DET C1, SH C-501) /
PAVIMENTAZIONE IN CALCESTRUZZO (VEDERE
PARTICOLARI C1, TAVOLA C-501)
CONCRETE SIDEWALK (SEE DET B1, SH C-502) /
MARCIAPIEDE IN CALCESTRUZZO ( VEDERE PARTICOLARE
B1, TAVOLA C-502)
ASPHALT PAVEMENT (SEE DET A1, SH C-501) /
PAVIMENTAZIONE IN ASFALTO ( VEDERE PARTICOLARE A1,
TAVOLA C-501)
COLORIZED ASPHALT PAVEMENT A /
PAVIMENTO DI ASFALTO COLORATO A
COLORIZED ASPHALT PAVEMENT B /
PAVIMENTO DI ASFALTO COLORATO B
GRAVEL DRIVE, 360 MINIMUM THICKNESS. /
STRADA IN GHIAIA, SPESSORE MINIMO 360.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
CS106
MATCHLINE - SEE SHEET CS105 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CS105 PER CONTINUARE CS106
SI
TE
LA
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UT
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LA
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PL
AN
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L S
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32.004
32.102
32.014
32.002
32.003
32.023
32.022
32.021
32.011
32.008
32.009
32.001
32.001
32.001
32.001
32.001
32.002
32.002
32.003 32.023
32.003
32.005
32.005
32.005
32.006
32.006
32.006
32.006
32.007
32.008
32.009
32.011
32.017
32.017
32.017
32.017
32.017
32.01732.017
32.017
32.017
32.102
32.106
32.017
32.027
32.001 ASPHALT PAVEMENT; A1, C-501 / PAVIMENTO IN ASFALTO; A1, C-501
32.002 SIDEWALK, SEE LANDSCAPE / MARCIAPIEDE, VEDERE SCHEDE
PAESAGGIO
32.003 CONCRETE DRIVEWAY; C1, C-501 / CORSIA STRADALE IN CEMENTO; C1,
C-501
32.004 COLORIZED ASPHALT / ASFALTO COLORATO
32.005 150 CONCRETE CURB; A4, C-501 / CORDOLO IN CEMENTO DA 150; A4,
C-501
32.006 150 CONCRETE CURB AND GUTTER; A4, C-501 / CORDOLO IN CEMENTO
DA 150 E SCOLINA; A4, C-501
32.007 100 MOUNTABLE CONCRETE CURB; A4, C-501 / CORDOLO IN CEMENTO
DA 100; A4, C-501
32.008 ACCESSIBLE CURB RAMP; B4, C-502 / RAMPA DI ACCESSO MARCIAPIEDI;
B4, C-502
32.009 PEDESTRIAN CROSSING; A2, CP002 / ATRAVERSAMENTO PEDONALE;
A2, CP002
32.011 EMERGENCY FIRE LANE / PERCORSO DI EMERGENZA ANTINCENDIO
32.014 RAISED PEDESTRIAN CROSSING; A1, CP002 / ATTRAVERSAMENTO
PEDONALE RIALZATO; A1, CP002
32.017 CONNECT TO EXISTING / CONNETTERE ALL'ESISTENTE
32.021 TOWNHOUSE BLOCK, SEE SHEET AS001 / EDIFICIO A SCHIERA, VEDI
SCHEDA AS001
32.022 APARTMENT BUILDING, SEE SHEET AS001 / EDIFICIO PER
APPARTAMENTI, VEDI SCHEDA AS001
32.023 CONCRETE JOINT (TYPICAL); C3, C-501 / GIUNTO IN CEMENTO (TIPO);
C3, C-501
32.027 PROVIDE GATE WITH KNOX BOX FOR FIRE TRUCK ACCESS IN
CONSTRUCTION FENCE. / FORNIRE CANCELLO CON KNOX BOX PER
L'ACCESSO DEI CAMION DEI POMPIERI NELLA RECINZIONE DELLA
COSTRUZIONE.
32.036 WHEEL STOP (TYP) / FERMARUOTE PREFABBRICATI (TIPO)
32.102 PERVIOUS HARDSCAPE, SEE LANDSCAPE / ATTREZZATURE
PERMEABILI, VEDERE SCHEDE PAESAGGIO
32.106 PAVERS, SEE LANDSCAPE / AREE PAVIMENTATE, VEDERE SCHEDE
PAESAGGIO
32.009
32.014
32.001
32.036
32.006
32.007
32.007
32.006
32.006
32.006
32.005
AM
EN
D-
FI
NA
L C
OM
ME
NT
S
/03
/20
W
HH
POINT TABLE - ENLISTED HOUSING / TABELLA DEI PUNTI
POINT NUMBER
/ NUMERO DI PUNTO
NORTHING
/ NORD
5,045,120.379
5,045,138.435
5,045,138.119
5,045,144.408
5,045,151.670
5,045,155.012
5,045,154.538
5,045,135.727
5,045,130.235
5,045,127.815
5,045,127.367
5,045,145.143
5,045,152.980
5,045,156.144
5,045,156.450
5,045,137.929
5,045,141.252
5,045,157.570
5,045,163.344
5,045,167.932
5,045,167.820
5,045,189.896
5,045,193.288
5,045,194.466
5,045,196.622
5,045,196.362
5,045,197.439
5,045,207.855
5,045,210.643
5,045,218.538
5,045,224.115
5,045,227.976
5,045,227.865
5,045,272.836
5,045,276.228
5,045,276.386
5,045,276.207
5,045,258.337
5,045,243.172
5,045,237.435
EASTING
/ EST
701,791.674
701,804.057
701,807.395
701,816.588
701,829.075
701,829.885
701,835.122
701,853.168
701,863.375
701,865.567
701,873.264
701,893.590
701,894.041
701,891.169
701,883.324
701,863.679
701,856.321
701,840.666
701,840.913
701,845.882
701,849.274
701,872.853
701,872.965
701,874.223
701,879.954
701,887.848
701,890.713
701,901.838
701,903.102
701,903.362
701,905.890
701,910.015
701,913.407
701,961.441
701,961.553
701,961.722
701,967.369
701,984.185
701,979.344
701,973.313
DESCRIPTIONS / DESCRIZIONE
END @ EP / FINE @ EP
ANGLE @ FC / ANGOLO @ FC
PC @ FC
PT @ FC
ANGLE @ FC / ANGOLO @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
ANGLE @ FC / ANGOLO @ FC
ANGLE @ FC / ANGOLO @ FC
ANGLE @ FC / ANGOLO @ FC
ANGLE @ FC / ANGOLO @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
ANGLE @ FC / ANGOLO @ FC
ANGLE @ FC / ANGOLO @ FC
ANGLE @ FC / ANGOLO @ FC
ANGLE @ FC / ANGOLO @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
PC @ FC
POINT TABLE - ENLISTED HOUSING / TABELLA DEI PUNTI
POINT NUMBER
/ NUMERO DI PUNTO
NORTHING
/ NORD
5,045,234.609
5,045,232.160
5,045,232.712
5,045,240.899
5,045,230.741
5,045,230.886
5,045,206.379
5,045,200.059
5,045,198.514
5,045,198.231
5,045,220.461
5,045,221.949
5,045,224.109
5,045,228.512
5,045,265.156
5,045,280.362
5,045,286.023
5,045,285.911
5,045,312.566
5,045,315.958
5,045,321.371
5,045,320.618
5,045,311.225
5,045,296.072
5,045,280.861
5,045,274.689
5,045,264.616
5,045,246.287
5,045,229.538
5,045,209.709
5,045,194.327
5,045,197.598
5,045,213.109
5,045,216.180
5,045,220.549
5,045,226.390
5,045,227.871
5,045,223.171
5,045,229.178
5,045,231.124
EASTING
/ EST
701,973.241
701,975.566
701,978.839
701,982.544
701,972.087
701,966.429
701,940.669
701,940.471
701,941.903
701,948.215
701,972.881
701,973.968
701,974.946
701,974.203
701,986.145
701,971.836
701,972.015
701,975.407
702,003.877
702,003.989
702,009.771
702,029.504
702,038.129
702,042.449
702,040.890
702,039.864
702,033.931
702,027.565
702,027.939
702,034.652
702,053.952
702,054.538
702,043.738
702,040.608
702,040.971
702,043.891
702,045.547
702,062.582
702,071.924
702,070.937
DESCRIPTIONS / DESCRIZIONE
PT @ FC
PC @ FC
PT @ FC
PC @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
PT @ FC
PC @ FC
ANGLE @ FC / ANGOLO @ FC
ANGLE @ FC / ANGOLO @ FC
ANGLE @ FC / ANGOLO @ FC
ANGLE @ FC / ANGOLO @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
PC @ FC
PCC @ FC
PRC @ FC
PRC @ FC
PRC @ FC
END @ EP / FINE @ EP
END @ EP / FINE @ EP
ANGLE @ FC / ANGOLO @ FC
ANGLE @ FC / ANGOLO @ FC
PT @ FC
PC @ FC
PT @ FC
PC @ FC
END @ EP / FINE @ EP
END @ EP / FINE @ EP
PT @ FC
POINT TABLE - ENLISTED HOUSING / TABELLA DEI PUNTI
POINT NUMBER
/ NUMERO DI PUNTO
NORTHING
/ NORD
5,045,249.704
5,045,254.305
5,045,256.693
5,045,263.766
5,045,268.980
5,045,276.604
5,045,276.748
5,045,265.578
5,045,265.019
5,045,274.676
5,045,283.875
5,045,299.758
5,045,317.916
5,045,335.040
5,045,340.870
5,045,201.260
5,045,195.272
5,045,195.735
5,045,196.312
5,045,197.256
5,045,204.729
5,045,201.876
5,045,201.705
5,045,201.749
5,045,204.893
5,045,176.843
5,045,174.210
5,045,171.384
5,045,170.565
5,045,165.447
5,045,167.325
5,045,167.229
5,045,166.607
5,045,160.475
5,045,169.398
5,045,186.735
5,045,196.039
5,045,196.410
5,045,175.581
5,045,169.925
EASTING
/ EST
702,070.335
702,076.977
702,100.897
702,109.368
702,104.998
702,089.282
702,084.884
702,079.898
702,067.184
702,052.613
702,050.739
702,049.945
702,042.270
702,025.639
702,020.209
701,863.388
701,857.098
701,856.870
701,856.529
701,855.393
701,848.733
701,848.660
701,848.484
701,846.626
701,843.692
701,813.631
701,816.087
701,815.990
701,815.112
701,819.888
701,821.900
701,824.726
701,825.308
701,824.494
701,836.538
701,854.991
701,856.110
701,853.069
701,830.749
701,830.556
DESCRIPTIONS / DESCRIZIONE
PCC @ FC
PC @ FC
END @ EP / FINE @ EP
END @ EP / FINE @ EP
END @ EP / FINE @ EP
END @ EP / FINE @ EP
PT @ FC
PT @ FC
PC @ FC
PCC @ FC
PT @ FC
PC @ FC
PT @ FC
END @ EP / FINE @ EP
END @ EP / FINE @ EP
END @ EP / FINE @ EP
END @ EP / FINE @ EP
PC @ FC
PCC @ FC
PT @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
ANGLE @ FC / ANGOLO @ FC
ANGLE @ FC / ANGOLO @ FC
PC @ FC
PT @ FC
ANGLE @ FC / ANGOLO @ FC
ANGLE @ FC / ANGOLO @ FC
PC @ FC
PT @ FC
PC @ FC
PT @ FC
PT @ FC
PC @ FC
PCC @ FC
PT @ FC
PC @ FC
PT @ FC
La st s av ed b y:
T
ER
R
AJ
(2
3-
-0
8)
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
S6
-0 4.
D W
G La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L :\D
C S\
PR
O
JE
C
TS
\B
D L\
\9
_C
AD
_G
IS
\9
_C
AD
\2 0-
SH
EE
TS
\C
\1
-C S6
-0
4.
D
W G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AECOM | BAKER
NAVFAC Atlantic A-E Design JV Team
CS603
PL
AN
IM
ET
RI
A
DE
L S
IT
O
TA
BE
LL
E
DE
LL
E
CO
RD
IN
AT
E
SI
TE
LA
YO
UT
C
OO
RD
IN
AT
ES
AM
EN
D-
FI
NA
L C
OM
ME
NT
S
/03 /20
W
HH
POINT TABLE - ENLISTED HOUSING / TABELLA DEI PUNTI
POINT NUMBER
/ NUMERO DI PUNTO
NORTHING
/ NORD
5,045,169.582
5,045,152.266
5,045,143.990
5,045,144.006
5,045,249.583
5,045,231.111
5,045,230.146
5,045,221.355
5,045,221.239
5,045,229.161
5,045,233.849
5,045,234.269
5,045,268.090
5,045,265.777
5,045,270.252
5,045,227.678
5,045,222.970
5,045,217.581
5,045,229.690
5,045,229.916
5,045,256.140
5,045,270.409
5,045,278.219
5,045,278.823
5,045,279.107
5,045,229.265
5,045,213.547
5,045,209.423
EASTING
/ EST
701,830.877
701,810.404
701,799.064
701,788.309
702,047.647
702,039.108
702,039.283
702,035.122
702,033.152
702,032.829
702,033.251
702,034.246
702,103.303
702,092.335
702,089.073
702,055.842
702,062.067
702,061.698
702,072.146
702,076.595
702,088.324
702,084.675
702,084.493
702,083.928
702,075.515
702,048.908
702,031.370
702,034.241
DESCRIPTIONS / DESCRIZIONE
PC @ FC
PC @ FC
PRC @ FC
PT @ FC
CIRCLE CENTER / CENTRO DEL CERCHIO
PCC @ FC
PRC @ FC
PRC @ FC
PCC @ FC
PRC @ FC
PRC @ FC
PRC @ FC
PC @ FC
PCC @ FC
PT @ FC
PCC @ FC
ANGLE @ FC / ANGOLO @ FC
END @ FC / FINE @ FC
ANGLE @ FC / ANGOLO @ FC
END @ FC / FINE @ FC
PT @ FC
PC @ FC
PC @ FC
ANGLE @ FC / ANGOLO @ FC
END @ FC / FINE @ FC
PCC @ FC
PT @ FC
ANGLE @ FC / ANGOLO @ FC
La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
S6
-0 4.
D W
G La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L :\D
C S\
PR
O
JE
C
TS
\B
D L\
\9
_C
AD
_G
IS
\9
_C
AD
\2 0-
SH
EE
TS
\C
\1
-C S6
-0
4.
D
W G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AECOM | BAKER
NAVFAC Atlantic A-E Design JV Team
CS604
SI
TE
LA
YO
UT
C
OO
RD
IN
AT
ES
PL
AN
IM
ET
RI
A
DE
L S
IT
O
TA
BE
LL
E
DE
LL
E
CO
RD
IN
AT
E
AM
EN
D-
FI
NA
L C
OM
ME
NT
S
/03 /20
W
HH
U
SL
U
SL
USL
USL
USL
USLUSL
USL USL
USL
USL
USL
USL
USL
USL
U
SL
U
SL
U
SL
U
SL
U
SL
U
SL
USL
USL
USL
USL
US
L
US
L
US
L
U
SL
U
SL
US
L
USL
USL
U
SL
U
SL
USL
USL
USL
USL
USL
US
L
US
L
US
L
U
SL
U
SL
U
SL
U
SL
U
SL
U
SL
U
SL
U
SL
US
L
U
SL
U
SL
USL USL USL USL
US
L
USL
USL
USLUSLUSLUSL
USL
U
SL
USL
USL
U
SL
U
SL
U
SL
US
L
USL
USLF
F
F
F
F
F
F F F F
F
F F
F
F F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F F
F F
F F
F F
F F
F F
F
F
F
F F F F
W
W
W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W
W
W
W
W
W
W W
W
W
W
W
W
W
CO
CO
CO
CO
CO
CO
CO
SA
N
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SA
N
SAN
SAN
SAN
SS710
N: 5045227.640 E: 702012.195
CO
200 MM PVC
O N
LY
B
U S
LW
LW
LW
LW
LW
LW
LW
LW
APT 21500
TH BLK 21400
ELECTRICAL
SUBSTATION
DNDN
DN
DN
DN
DN
U P
U P
U P
U P
U P
U P
U P
U P
UP UP UP UP UP UP UP UP UP UP UP
UP
UP
UP
UP
UP UP UP UP UP UP
U P
U P
U P
U P
U P
U P
US
U S
U S
US
US
US
US
US
US
US
US
US
US
US
US
US
US
UP UP
MH-33
COMM
COMM
COMM
COMM
COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M
M CO
M M
CO
M
M
HH
HH
COMM
CO
M
M
CO
M
M
COMM
COMM
C O
M M
C O
M M
COMM
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
G
G
G
G
G
G
G G
G
G
G
G
G
G
G G
G G
G G
G
R C
P
5 R
CP
375 RCP
R C
P
375 RCP
450 RCP
0 R
CP
800 RCP
R C
P
R
C P
600 RCP
R C
P
300 PVC
PV
C
PV
C
450 RCP80
R C
P
CB
CB
CB
CB
CB
CB
CB
D D
D
D
CB CB
SD
SD
SD SD
SDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSD
RD
RD
RD
RD
RD
RD
RD
R D R
D
RD
D
SD
C B
SD
RD
RD
RD
R D
R D
R D
R D
R D
R D
R D
R D
RDRD
RD
RD
RD
RD
RD
RD
RD
RDRD
RD
RD
CB
C
B SD
SD
SD
SD
SD
D
D
D
SD611
N: 5045293.082 E: 702050.274
SD610
N: 5045293.295 E: 702042.160
SD628
N: 5045262.080
E: 701980.664
SD634
N: 5045266.260
E: 701985.106
SD612
N: 5045265.460
E: 702077.234
SD658
N: 5045227.866 E: 702055.726
SD659
N: 5045237.943
E: 702067.572SD609
N: 5045313.990 E: 701992.648
SD608
N: 5045298.573
E: 701976.197
SD607
N: 5045283.659
E: 701960.354
SD657
N: 5045226.233
E: 702040.715
SD656
N: 5045229.777
E: 702027.968
SD662
N: 5045212.593 E: 702044.097
RD652
N: 5045232.775
E: 702012.112
RD653
N: 5045250.700 E: 702019.517
RD656
N: 5045269.583
E: 702025.204
RD654
N: 5045260.009 E: 702020.247
RD655
N: 5045265.844 E: 702023.226
SD609A
N: 5045311.933
E: 702003.201
SD614
N: 5045324.660 E: 702015.844
SD615B
N: 5045331.336
E: 702009.440
SD611A
N: 5045292.198 E: 702055.011
RD719
N: 5045295.101 E: 702008.610
RD717
N: 5045294.143
E: 701992.187
RD716
N: 5045284.605
E: 701986.271
RD715
N: 5045281.544
E: 701983.025
RD634
N: 5045275.896 E: 701988.353
RD635
N: 5045265.294 E: 702001.393
RD718
N: 5045299.415
E: 701998.560
RD713
N: 5045270.378
E: 701967.101 RD714
N: 5045268.387 E: 701969.702
RD628
N: 5045258.828 E: 701978.842
RD636
N: 5045247.230 E: 701995.377
SD611B
N: 5045299.898 E: 702062.788
SD611C
N: 5045294.155 E: 702068.165
SD609B
N: 5045303.386
E: 702023.051
EXST SD545
La st s av ed b y:
T
ER
R
AJ
(2
3-
5)
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
U
4-
SD
.D
W G
La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
U
4-
SD
.D
W G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
5m 10m0 25m 1:250
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
KEY PLAN / PIANO STRATEGICO
NO SCALE
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AECOM | BAKER
NAVFAC Atlantic A-E Design JV Team
PLAN
NORTH
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA
B. SEE LANDSCAPE SHEETS FOR ADDITIONAL MATERIAL INFORMATION. /
VEDERE LE SCHEDE DEL PAESAGGIO PER ULTERIORI INFORMAZIONI
SUI MATERIALI.
SHEET KEYNOTES: /
NOTE CHIAVE DI QUESTO FOGLIO:
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
CU106D
MATCHLINE - SEE SHEET CU105D FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CU105D PER CONTINUARE
PL
AN
IM
ET
RI
A
DE
I S
OT
TO
SE
RV
IZ
I A
CQ
UE
M
ET
EO
RI
CH
E
CU106D
ST
OR
M
SE
W
ER
U
TI
LIT
Y
PL
AN
33.501
33.501
33.501
33.501 33.504
33.504
33.505
33.505
33.507
33.507
33.515
33.515
33.513
33.513
33.513
33.513
33.506
33.506
33.506
33.506
33.501
33.505
33.501
33.501
33.501
33.504
33.501
33.501
33.504
33.504
33.504
33.501 CURB INLET STRUCTURE / STRUTTURA DI INGRESSO DEL CORDOLO
33.504 STORM DRAIN (TYPICAL) / SCARICO ACQUE METEORICHE (TIPO)
33.505 CONNECT TO EXISTING / CONNETTERSI ALL'ESISTENTE
33.506 PVC DRAINAGE BASIN, GRATE TOP / BACINO DI DRENAGGIO IN PVC,
COPERCHIO A GRIGLIA
33.507 PVC DRAINAGE BASIN, SOLID TOP / VASCA DI DRENAGGIO IN PVC,
COPERCHIO PIENO
33.513 ROOF DOWNSPOUT CONNECTION, SEE ARCHITECTURE SHEETS FOR
BUILDING CONNECTION / COLLEGAMENTO DEL PLUVIALE DAL TETTO,
VEDI LE SCHEDE ARCHITETTURA PER IL COLLEGAMENTO
DELL'EDIFICIO
33.515 ROOF DRAIN PIPING USING PVC DRAIN BASINS (TYPICAL) / TUBAZIONI
DI DRENAGGIO DEL TETTO REALIZZATE CON BACINI DI DRENAGGIO IN
PVC (TIPO)
33.521 CONNECT TO 150 FOUNDATION DRAIN AT 0.5% MINIMUM SLOPE /
COLLEGARE AL DRENAGGIO DI FONDAZIONE DA 150 CON PENDEZA
MINIMA 0,5%
33.505
33.521
33.521
33.521
AM
EN
D-
FI
NA
L C
OM
ME
NT
S
/03
/20
W
HH
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
331+130 1+140 1+160 1+180 1+200 1+220 1+240 1+260
1+130 1+140 1+160 1+180 1+200 1+220 1+240 1+260
1+
1.5 2 2 x
TE
E
FH
YD
A
SS
EM
BL
Y 1+
2.3
3 2
G V
1+
1.5 8 2
G
V
1+
4.2 9 2
G
V
1+
0.2 7 2
G
V
1+
6.1 2 2 x
0 T
EE
F
W G
1+
5.1 1 H
OR
IZ
. 4 5.0
0° 1+
6.0
3 H
OR
IZ
. 2
2.5 0°
1+
7.1 0 2
G
V
100 DOMW
M
AT
C H
LI
N
E
- T
H
IS
S H
EE
T
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
U
1+
0.7 5 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
3.3 8 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
7.6 5 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
6.1 9 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
0.5 4 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
9.4 5 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
2.8 4 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
100 SS LAT 100 SS LAT
100 SS LAT
100 SS LAT 100 SS LAT
100 SS LAT 100 SS LAT
1+
3.7 8 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
5.4 8 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
5.5 7 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
9.7 1 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
8.7 2 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
100 SS LAT
100 SS LAT
100 SS LAT
100 SS LAT
100 SS LAT
200-MM DUCTILE IRON
600 SD
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
FIRE WATER LINE C PROFILE (1+000 TO 1+130) /
331+000 1+020 1+040 1+060 1+080 1+100 1+120 1+130
1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+130
1+
4.2 9 2
X
0 T
EE
FH
YD
A
SS
EM
BL
Y
1+
0.7 1 2
G
V
1+
6.2 0 2 x
0 T
EE
F
W C
1+
2.0 7 2
G
V
1+
1.3 8 2 x
0 T
EE
F
W
LI
NE
C
1+
1.1 6 2
G
V
1+
8.0 2 2
G
V 1+
1.8 4 2 x
0 T
EE
FY
HD
A
SS
EM
BL
Y
1+
1.7 5 H
OR
IZ
. 2 2.5
0°
1+
7.4 4 H
OR
IZ
. 4 5.0
0°
1+
0.0 3 2 x
0 T
EE
F
W D
1+
1.0 5 2
G
V
1+
9.0 4 2
G
V
100 LPG
450 SD
200 SS
1+
0.
C O
N N
T O
E
XI
ST
F
W
600 SD
100 SS LAT
100 DOMW
1+
8.7 9 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
100 SS LAT
1+
2.5 9 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
9.8 0 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
8.3 9 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
1.9 7 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
0.1 9 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
100 SS LAT
100 SS LAT
100 SS LAT100 SS LAT
100 SS LAT
1+
5.3 7 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
100 SS LAT
200-MM DUCTILE IRON
M
AT
C H
LI
N
E
- T
H
IS
S H
EE
T
300 SD
La st s av ed b y:
T
ER
R
AJ
(2
3-
3)
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
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PR
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C
TS
\B D
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T
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(2
3-
P lo tte d:
3-
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Fi le na m e:
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PR
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IN
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E R
IN
G
C O
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A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
5m 10m0 25m 1:250
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AECOM | BAKER
NAVFAC Atlantic A-E Design JV Team
PR
OF
ILI
LI
NE
A
DI
S
OT
TO
SE
RV
IZ
IO
A
CQ
UA
A
NT
IN
CE
ND
O
FI
RE
W
AT
ER
U
TI
LIT
Y
PR
OF
ILE
S
CU206
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA.
B. SEE SHEET C-002 FOR SURVEY NOTES. / VEDERE LA SCHEDA
C-002 PER LE NOTE DEL RILIEVO.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
LEGEND / LEGGENDA
FINISHED GRADE / PIANO FINITO
EXISTING GRADE / PIANO ESISTENTE
1m0 2.5m 1:25
SCALE: V = 1:25
H = 1:250
FIRE WATER LINE C PROFILE (1+000 TO 1+130) /
PROFILO LINEA ACQUA ANTINCENDIO C (1+000 PER 1+130)
CU104F - CU105F
SCALE: V = 1:25
H = 1:250
FIRE WATER LINE C PROFILE (1+130 TO 1+260) /
PROFILO LINEA ACQUA ANTINCENDIO C (1+130 PER 1+260)
CU105F - CU106F
AM
EN
D-
FI
NA
L C
OM
ME
NT
S
/03
/20
W
HH
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
FIRE WATER LINE D PROFILE (1+000 TO 1+083) /
331+000 1+020 1+040 1+060 1+080 1+083
1+000 1+020 1+040 1+060 1+080 1+083
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
FIRE WATER LINE G PROFILE (1+000 TO 1+029) /
331+000 1+020 1+029
1+000 1+020 1+029
1+
6.8 7 H
OR
IZ
. 4 5.0
0°
1+
0.5 4 1
G
V
0 x
0 T
EE
F W
A
0 x
0 T
EE
F
W A
1+
1.7 4 2
G
V
1+
7.8 8 2
G
V
1+
1.5 2 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
3.3 7 2 x
0 T
EE
F
W F
1+
4.
C O
N N
T O
E
XI
ST
V
C
C O
N N
100 DOMW
100 DOMW
300 RD
+2
9.0 9 F
HY
D
AS
SE
MB
LY
150-MM DUCTILE IRON
100 SS LAT
100 SS LAT
450 RD
300 SD
200-MM DUCTILE IRON
1+
0.4 3 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
2.9 7 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
800 SD
450 SD
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
331+260 1+280 1+300 1+320 1+340 1+360 1+370
1+260 1+280 1+300 1+320 1+340 1+360 1+370
1+
6.9 3 2
G
V
1+
0.8 5 2 x
0 T
EE
F
W D
1+
1.4 7 2
G
V
1+
4.7 4 H
OR
IZ
. 4 5.0
0°
1+
7.7 3 H
OR
IZ
. 2 2.5
0°
1+
4.4 7 2 x
0 T
EE
FH
YD
A
SS
EM
BL
Y
1+
9.1 7 H
OR
IZ
. 4 5.0
0°
1+
5.8 6 H
OR
IZ
. 2 2.5
0°
1+
3.3 4 H
OR
IZ
. 1 1.2
5°
600 SD
1+
1.7
0 V
ER
T
.50
1+
6.
C O
N N
T O
E
XI
ST
V
C
C O
N N
1+
6.8
0 V
ER
T
.50
1+
8.4
0 V
ER
T
.50
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
U
100 SS LAT
1+
1.7 7 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
100 SS LAT
1+
6.5 6 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
100 SS LAT
1+
5.2 5 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
9.8 1 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
1.3 8 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
2.1 1 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
100 SS LAT
100 SS LAT
200-MM DUCTILE IRON
1+
8.5 8 H
OR
IZ
. 1 1.2
5°
1+
3.9 3 H
OR
IZ
. 1 1.2
5°
1+
9.4 4 H
OR
IZ
. 4 5.0
0°
1+
9.9
0 V
ER
T
.50
La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L
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PR
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C
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\B D
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TL
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FA
M
IL
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HO
US
IN
G
P
RO
JE
CT
5m 10m0 25m 1:250
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AECOM | BAKER
NAVFAC Atlantic A-E Design JV Team
PR
OF
ILI
LI
NE
A
DI
S
OT
TO
SE
RV
IZ
IO
A
CQ
UA
A
NT
IN
CE
ND
O
FI
RE
W
AT
ER
U
TI
LIT
Y
PR
OF
ILE
S
CU207
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA.
B. SEE SHEET C-002 FOR SURVEY NOTES. / VEDERE LA SCHEDA
C-002 PER LE NOTE DEL RILIEVO.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
LEGEND / LEGGENDA
FINISHED GRADE / PIANO FINITO
EXISTING GRADE / PIANO ESISTENTE
1m0 2.5m 1:25
SCALE: V = 1:25
H = 1:250
FIRE WATER LINE C PROFILE (1+260 TO 1+370) /
PROFILO LINEA ACQUA ANTINCENDIO C (1+260 PER 1+370)
CU106F
SCALE: V = 1:25
H = 1:250
FIRE WATER LINE D PROFILE (1+000 TO 1+083) /
PROFILO LINEA ACQUA ANTINCENDIO C (1+000 PER 1+083)
CU105F SCALE: V = 1:25
H = 1:250
FIRE WATER LINE G PROFILE (1+000 TO 1+029) /
PROFILO LINEA ACQUA ANTINCENDIO G (1+000 PER 1+029)
CU106F
AM
EN
D-
FI
NA
L C
OM
ME
NT
S
/03
/20
W
HH
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
FIRE WATER LINE F PROFILE (1+000 TO 1+097) /
331+000 1+020 1+040 1+060 1+080 1+097
1+000 1+020 1+040 1+060 1+080 1+097
1+
3.0 2 2 x
0 T
EE
FH
YD
A
SS
EM
BL
Y
1+
4.0 3 2
G
V
1+
3.7 6 2 x
0 T
EE
FH
YD
A
SS
EM
BL
Y
1+
0.7 1 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
6.2 9 2
G
V 1+
7.2
5 2 x
0 T
EE
F W
D
1+
0.
C O
N N
T O
E
XI
ST
F
W
100 SS LAT
100 SS LAT
100 SS LAT 100 SS LAT 100 SS LAT
100 SS LAT
1+
2.2 7 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
2.4 5 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
1.4 7 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
5.5 0 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
4.4 5 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
200-MM DUCTILE IRON300 RD 300 RD
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
FIRE WATER LINE E PROFILE (1+000 TO 1+038) /
331+000 1+020 1+038
1+000 1+020 1+038
+3
6.8 5 F
HY
D
AS
SE
MB
LY
1+
9.3 6 1
G
V 1+
8.9
0 x
0 R
ED
UC
ER
1+
1.4 4 2
G
V
0 x
0 T
EE
F
W C
1+
0.7 4 H
OR
IZ
. 1 1.2
5°
1+
8.3 0 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
100 DOMW
600 RD
300 RD
150-MM DUCTILE IRON
200-MM DUCTILE IRON
La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
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C
TS
\B D
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.D W
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(2
3-
P lo tte d:
3-
-0
Fi le na m e:
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PR
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C
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\B
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\9
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\9
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W .D
W G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
5m 10m0 25m 1:250
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AECOM | BAKER
NAVFAC Atlantic A-E Design JV Team
PR
OF
ILI
LI
NE
A
DI
S
OT
TO
SE
RV
IZ
IO
A
CQ
UA
A
NT
IN
CE
ND
O
FI
RE
W
AT
ER
U
TI
LIT
Y
PR
OF
ILE
S
CU208
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA.
B. SEE SHEET C-002 FOR SURVEY NOTES. / VEDERE LA SCHEDA
C-002 PER LE NOTE DEL RILIEVO.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
LEGEND / LEGGENDA
FINISHED GRADE / PIANO FINITO
EXISTING GRADE / PIANO ESISTENTE
1m0 2.5m 1:25
SCALE: V = 1:25
H = 1:250
FIRE WATER LINE E PROFILE (1+000 TO 1+038) /
PROFILO LINEA ACQUA ANTINCENDIO E (1+000 PER 1+038)
CU104F
SCALE: V = 1:25
H = 1:250
FIRE WATER LINE F PROFILE (1+000 TO 1+097) /
PROFILO LINEA ACQUA ANTINCENDIO F (1+000 PER 1+097)
CU104F
AM
EN
D-
FI
NA
L C
OM
ME
NT
S
/03
/20
W
HH
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
331+130 1+140 1+160 1+180 1+200 1+220 1+240 1+260
1+130 1+140 1+160 1+180 1+200 1+220 1+240 1+260
1+
4.1 8 1
G
V 1+
4.7
4 T
EE
W L D
1+
5.3 2 1
G
V 1+
5.9
0 H
OR
IZ
. 4
5.0 0°
1+
7.2 0 H
OR
IZ
. 2 2.5
0°
600 SD
1+
0.0 4 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
100 SS LAT
100 SS LAT 100 SS LAT
100 SS LAT 100 SS LAT
1+
2.4 6 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
7.7 9 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
8.6 5 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
5.5 0 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
100 SS LAT
100 SS LAT
100 SS LAT 100 SS LAT
100 SS LAT
100 SS LAT
1+
0.9 7 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
2.1 1 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
4.3 2 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
4.8 5 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
7.2 4 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
7.9 4 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
100 SS LAT
FI
RE
W
AT
ER
LI
NE
G
1+
0.3 6 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
1.1
0 M
M X
0 M
M
VE
RT
.25
1+
4.6
0 M
M X
0 M
M
VE
RT
.25
1+
8.3 1 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
U
M
AT
C H
LI
N
E
- T
H
IS
S H
EE
T
100-MM DUCTILE IRON
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
331+000 1+020 1+040 1+060 1+080 1+100 1+120 1+130
1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+130
1+
0.6 9 H
OR
IZ
. 2 2.5
0°
1+
4.5 9 H
OR
IZ
. 4 5.0
0°
1+
9.2 7 5
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
9.8 8 1
G
V
1+
1.4 3 T
EE
W
L B 1+
1.9
6 1
G V
1+
0.9 7 1
G
V
200 FW
200 FW
200 FW
200 SANITARY
450 SD
1+
1.7 9 H
OR
IZ
. 1 1.2
5°
1+
7.9
0 V
ER
T
.25
1+
1.8
0 V
ER
T
.25
1+
0.7
0 V
ER
T
.25
600 RD
1+
0.5 2 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
1.5 4 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
7.9 9 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
100 SS LAT
100 SS LAT
100 SS LAT
1+
7.8 2 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
100 SS LAT
1+
0.1 7 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
3.3 9 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
100 SS LAT
100 SS LAT
1+
6.2 1 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
100 SS LAT
1+
0.0 4 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
3.5 4 H
OR
IZ
. 2 2.5
0°
1+
0.
C O
N N
T O
E
XI
ST
W
100-MM DUCTILE IRON
M
AT
C H
LI
N
E
- T
H
IS
S H
EE
T
100 LPG
La st s av ed b y:
T
ER
R
AJ
(2
3-
4)
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
U
6-
_W .D
W G
La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
U
6-
_W .D
W G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
5m 10m0 25m 1:250
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AECOM | BAKER
NAVFAC Atlantic A-E Design JV Team
PR
OF
ILI
LI
NE
A
DI
S
OT
TO
SE
RV
IZ
IO
A
CQ
UA
D
OM
ES
TI
CA
DO
ME
ST
IC
W
AT
ER
U
TI
LIT
Y
PR
OF
ILE
S
CU216
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA.
B. SEE SHEET C-002 FOR SURVEY NOTES. / VEDERE LA SCHEDA
C-002 PER LE NOTE DEL RILIEVO.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
LEGEND / LEGGENDA
FINISHED GRADE / PIANO FINITO
EXISTING GRADE / PIANO ESISTENTE
1m0 2.5m 1:25
SCALE: V = 1:25
H = 1:250
DOMESTIC WATER LINE C PROFILE (1+000 TO 1+130) /
PROFILO LINEA ACQUA DOMESTICA C (1+000 PER 1+130)
CU104F - CU105F
SCALE: V = 1:25
H = 1:250
DOMESTIC WATER LINE C PROFILE (1+130 TO 1+260) /
PROFILO LINEA ACQUA DOMESTICA C (1+130 PER 1+260)
CU105F - CU106F
AM
EN
D-
FI
NA
L C
OM
ME
NT
S
/03
/20
W
HH
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
WATER LINE D PROFILE (1+000 TO 1+031) /
331+000 1+020 1+031
1+000 1+020 1+031
1+
4.7 4 1
X
0 T
EE
D
OM
W
LI
NE
A 1+
0.5
4 1
G V 1+
8.8
4 P
RV
1+
7.8 7 1
X
T
EE
100 LPG
1+
0.
C O
N N
T O
E
XI
ST
D
O M
W
200 FW
100 SS LAT
800 SD
150 FW
100-MM DUCTILE IRON
1+
0.5
0 V
ER
T
.00
1+
1.0
0 V
ER
T
.00
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
WATER LINE C PROFILE (1+260 TO 1+366) /
331+260 1+280 1+300 1+320 1+340 1+360 1+366
1+260 1+280 1+300 1+320 1+340 1+360 1+366
1+
3.3 1 H
OR
IZ
. 4 5.0
0°
1+
5.5 4 H
OR
IZ
. 1 1.2
5° 1+
5.8
7 H
OR
IZ
. 2
2.5 0°
1+
3.4 2 H
OR
IZ
. 1 1.2
5°
1+
0.6 9 H
OR
IZ
. 1 1.2
5°
1+
5.9 1 H
OR
IZ
. 1 1.2
5°
1+
1.4 4 H
OR
IZ
. 1 1.2
5°
1+
7.7 5 H
OR
IZ
. 4 5.0
0°
0 S
D 1+
9.0
0 V
ER
T
.50
1+
1.6
0 V
ER
T
.50
1+
5.3
0 V
ER
T
.50
1+
7.1
0 V
ER
T
.50
1+
4.
C O
N N
T O
E
XI
ST
V
C
C O
N N
1+
4.1 9 6
5 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
8.1 0 H
OR
IZ
. 4 5.0
0°
100 SS LAT
100 SS LAT
100 SS LAT 100 SS LAT
1+
2.3 4 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
4.5 3 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
1+
5.4 9 4
0 S
ER
VI
CE
C
ON
NE
CT
IO
N
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
U
100-MM DUCTILE IRON
150 FW
La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
U
6-
_W .D
W G
La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
U
6-
_W .D
W G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
5m 10m0 25m 1:250
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AECOM | BAKER
NAVFAC Atlantic A-E Design JV Team
PR
OF
ILI
LI
NE
A
DI
S
OT
TO
SE
RV
IZ
IO
A
CQ
UA
D
OM
ES
TI
CA
DO
ME
ST
IC
W
AT
ER
U
TI
LIT
Y
PR
OF
ILE
S
CU217
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA.
B. SEE SHEET C-002 FOR SURVEY NOTES. / VEDERE LA SCHEDA
C-002 PER LE NOTE DEL RILIEVO.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
LEGEND / LEGGENDA
FINISHED GRADE / PIANO FINITO
EXISTING GRADE / PIANO ESISTENTE
1m0 2.5m 1:25
SCALE: V = 1:25
H = 1:250
DOMESTIC WATER LINE C PROFILE (1+260 TO 1+366) /
PROFILO LINEA ACQUA DOMESTICA C (1+260 PER 1+366)
CU106F
SCALE: V = 1:25
H = 1:250
DOMESTIC WATER LINE D PROFILE (1+000 TO 1+031) /
PROFILO LINEA ACQUA DOMESTICA D (1+000 PER 1+031)
CU106F
AM
EN
D-
FI
NA
L C
OM
ME
NT
S
/03
/20
W
HH
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
SANITARY SEWER LINE H PROFILE (1+000 TO 1+030) / SANITARY SEWER LINE H PROFILO (1+000 PER 1+030)
331+000 1+020 1+030
1+000 1+020 1+030
600 SD
ST
A:
1+
RI
M:
.99
EX
ST
S S4
IN
V.
IN
: 2
9.6
(F
RO
M
SS
0)
IN
V.
O
UT
: 2 7.9
ST
A:
1+
7.4
RI
M:
.07
SS
IN
V.
IN
: 2
9.9
(F
RO
M
LA
TE
RA
L 7
IN
V.
O
UT
: 2
9.8
0M
M
SS
LA
T
IN
V.
.93
0M
M
SS
LA
T
IN
V.
.93
0M
M
SS
LA
T
IN
V.
.93
27.41m of 200 mm PVC @ 0.69%
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
SANITARY SEWER LINE D PROFILE (1+000 TO 1+085) / SANITARY SEWER LINE D PROFILO (1+000 PER 1+085)
1+000 1+020 1+040 1+060 1+080 1+085
1+000 1+020 1+040 1+060 1+080 1+085
ST
A:
1+
6.4
RI
M:
.00
SS
IN
V.
IN
: 2
7.2
(F
RO
M
SS
8)
IN
V.
IN
: 2
9.8
(F
RO
M
SS
7 L
AT
(1
IN
V.
O
UT
: 2
7.2
ST
A:
1+
3.3
RI
M:
.97
SS
IN
V.
IN
: 3
0.3
(F
RO
M
SS
8 L
AT
A
IN
V.
O
UT
: 2
7.4
46.49m of 200 mm PVC @ 0.40% 36.85m of 200 mm PVC @ 0.40%
ST
A:
1+
RI
M:
.42
EX
ST
S S2
B
IN
V.
IN
: 2
7.0
(F
RO
M
PH
AS
E
3 E
XI
ST
IN
G)
IN
V.
IN
: 2 7.0
(F
RO
M
SS
7)
IN
V.
IN
: 3 0.6
(F
RO
M
PA
VI
LIO
N
(1
IN
V.
O
UT
: 2 7.0
300 RD
0M
M
SS
LA
T
IN
V.
.88
0M
M
SS
LA
T
IN
V.
.89
0M
M
SS
LA
T
IN
V.
.9010 0M
M
SS
LA
T
IN
V.
.32
150 EXST MP GAS
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA.
B. SEE SHEET C-002 FOR SURVEY NOTES. / VEDERE LA SCHEDA C-002
PER LE NOTE DEL RILIEVO.
C. INVERTS OF SANITARY SEWER LATERALS SHOWN AT TOP OF
VERTICAL GRAVITY WYE CONNECTION. SEE DETAIL A4 ON SHEET
C-503.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
GRAPHIC SCALES
1m0 2.5m 1:25
LEGEND / LEGGENDA
FINISHED GRADE / PIANO FINITO
EXISTING GRADE / PIANO ESISTENTE
La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
U
6-
_S .D
W G
La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
U
6-
_S .D
W G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
5m 10m0 25m 1:250
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AECOM | BAKER
NAVFAC Atlantic A-E Design JV Team
CU226
SA
NI
TA
RY
S
EW
ER
U
TI
LIT
Y
PR
OF
ILE
S
PR
OF
ILI
LI
NE
A
DI
S
OT
TO
SE
RV
IZ
IO
A
CQ
UE
N
ER
E
SCALE: V = 1:25
H = 1:250
SANITARY SEWER LINE D PROFILE (1+000 TO 1+085) /
PROFILO LINEA ACQUA NERE D (1+000 PER 1+085)
CU104S - CU105S
SCALE: V = 1:25
H = 1:250
SANITARY SEWER LINE H PROFILE (1+000 TO 1+030) /
PROFILO LINEA ACQUA NERE H (1+000 PER 1+030)
CU105S - CU106S
AM
EN
D-
FI
NA
L C
OM
ME
NT
S
/03
/20
W
HH
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
331+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+150
1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+150
ST
A:
1+
RI
M:
.07
EX
ST
S S2
IN
V.
IN
: 2
6.5
(F
RO
M
SS
1)
IN
V.
IN
: 2
6.5
(F
RO
M
SS
1)
IN
V.
O
UT
: 2 6.5
ST
A:
1+
2.4
RI
M:
.97
SS
IN
V.
IN
: 2
6.7
(F
RO
M
SS
3)
IN
V.
IN
: 2
9.5
(F
RO
M
EX
IS
TI
NG
0)
IN
V.
O
UT
: 2
6.7
ST
A:
1+
9.5
RI
M:
.56
SS
IN
V.
IN
: 2
7.0
(F
RO
M
SS
4)
IN
V.
IN
: 2
8.3
(F
RO
M
SS
6)
IN
V.
O
UT
: 2 7.0
77.11m of 200 mm PVC @ 0.40%
19.49m of 200 mm PVC @ 0.46% 22.27m of 200 mm PVC @ 0.40%
ST
A:
1+
2.9
RI
M:
.90
SS
IN
V.
IN
: 2
6.6
(F
RO
M
SS
2)
IN
V.
O
UT
: 2 6.6
0M
M
SS
LA
T
IN
V.
.82
0M
M
SS
LA
T
IN
V.
.82
0M
M
SS
LA
T
IN
V.
.77
0M
M
SS
LA
T
IN
V.
.65
0M
M
SS
LA
T
IN
V.
.71
0M
M
SS
LA
T
IN
V.
.76
300 SD
0M
M
SS
LA
T
IN
V.
.62
0M
M
SS
LA
T
IN
V.
.64
1200 SD
300 SD
100 EXST GAS
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
U
101.70m of 200 mm PVC @ 0.40%
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA.
B. SEE SHEET C-002 FOR SURVEY NOTES. / VEDERE LA SCHEDA C-002
PER LE NOTE DEL RILIEVO.
C. INVERTS OF SANITARY SEWER LATERALS SHOWN AT TOP OF
VERTICAL GRAVITY WYE CONNECTION. SEE DETAIL A4 ON SHEET
C-503.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
GRAPHIC SCALES
1m0 2.5m 1:25
LEGEND / LEGGENDA
FINISHED GRADE / PIANO FINITO
EXISTING GRADE / PIANO ESISTENTE
La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
U
6-
_S .D
W G
La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
U
6-
_S .D
W G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
5m 10m0 25m 1:250
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AECOM | BAKER
NAVFAC Atlantic A-E Design JV Team
CU227
SA
NI
TA
RY
S
EW
ER
U
TI
LIT
Y
PR
OF
ILE
S
PR
OF
ILI
LI
NE
A
DI
S
OT
TO
SE
RV
IZ
IO
A
CQ
UE
N
ER
E
SCALE: V = 1:25
H = 1:250
SANITARY SEWER LINE E PROFILE (1+000 TO 1+150) /
PROFILO LINEA ACQUA NERE E (1+000 PER 1+150)
CU104S - CU105S
AM
EN
D-
FI
NA
L C
OM
ME
NT
S
/03
/20
W
HH
1 1
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
331+150 1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+300 1+310
1+150 1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+300 1+310
ST
A:
1+
5.6
RI
M:
.09
SS
IN
V.
IN
: 3
0.3
(F
RO
M
EX
ST
S
SM
H)
IN
V.
O
UT
: 2 7.7
ST
A:
1+
1.2
RI
M:
.88
SS
IN
V.
IN
: 2
7.4
(F
RO
M
SS
5)
IN
V.
O
UT
: 2 7.4
74.42m of 200 mm PVC @ 0.40%
600 SD
800 SD
0M
M
SS
LA
T
IN
V.
.04
0M
M
SS
LA
T
IN
V.
.83
0M
M
SS
LA
T
IN
V.
.83
0M
M
SS
LA
T
IN
V.
.83
0M
M
SS
LA
T
IN
V.
.81
0M
M
SS
LA
T
IN
V.
.81
0M
M
SS
LA
T
IN
V.
.80
0M
M
SS
LA
T
IN
V.
.83
0M
M
SS
LA
T
IN
V.
.83
0M
M
SS
LA
T
IN
V.
.83
0M
M
SS
LA
T
IN
V.
.83
0M
M
SS
LA
T
IN
V.
.80
ST
A:
1+
4.4
RI
M:
.20
SS
5A
IN
V.
IN
: 3
0.4
(F
RO
M
EX
ST
P
IP
E)
IN
V.
O
UT
: 3 0.3
8.77m of 200 mm PVC @ 0.46%
101.70m of 200 mm PVC @ 0.40%
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
U
150 FW
375 SD
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA.
B. SEE SHEET C-002 FOR SURVEY NOTES. / VEDERE LA SCHEDA C-002
PER LE NOTE DEL RILIEVO.
C. INVERTS OF SANITARY SEWER LATERALS SHOWN AT TOP OF
VERTICAL GRAVITY WYE CONNECTION. SEE DETAIL A4 ON SHEET
C-503.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
GRAPHIC SCALES
1m0 2.5m 1:25
LEGEND / LEGGENDA
FINISHED GRADE / PIANO FINITO
EXISTING GRADE / PIANO ESISTENTE
La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
U
6-
_S .D
W G
La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
U
6-
_S .D
W G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
5m 10m0 25m 1:250
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AECOM | BAKER
NAVFAC Atlantic A-E Design JV Team
CU228
SA
NI
TA
RY
S
EW
ER
U
TI
LIT
Y
PR
OF
ILE
S
PR
OF
ILI
LI
NE
A
DI
S
OT
TO
SE
RV
IZ
IO
A
CQ
UE
N
ER
E
SCALE: V = 1:25
H = 1:250
SANITARY SEWER LINE E PROFILE (1+150 TO 1+310) /
PROFILO LINEA ACQUA NERE E (1+150 PER 1+310)
CU105S - CU106S
AM
EN
D-
FI
NA
L C
OM
ME
NT
S
/03
/20
W
HH
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
331+000 1+020 1+040 1+060 1+065
1+000 1+020 1+040 1+060 1+065
ST
A:
1+
0.0
RI
M:
.56
SS
IN
V.
IN
: 2
7.0
(F
RO
M
SS
4)
IN
V.
IN
: 2
8.3
(F
RO
M
SS
6)
IN
V.
O
UT
: 2 7.0
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
331+000 1+020 1+037
1+000 1+020 1+037
ST
A:
1+
9.7
RI
M:
.49
SS
IN
V.
IN
: 3
0.3
(F
RO
M
SS
6 L
AT
A
(1
IN
V.
IN
: 3
0.3
(F
RO
M
SS
6 L
AT
B
(1
IN
V.
O
UT
: 2 8.7
59.73m of 200 mm PVC @ 0.60%
ST
A:
1+
6.1
RI
M:
.02
SS
IN
V.
IN
: 3
0.2
(F
RO
M
SS
9 L
AT
IN
V.
O
UT
: 2 8.8
36.11m of 200 mm PVC @ 0.49%
0M
M
SS
LA
T
IN
V.
.87
0M
M
SS
LA
T
IN
V.
.86
600 SD
200 FW
100 LPG
450 SD
0M
M
SS
LA
T
IN
V.
.80
0M
M
SS
LA
T
IN
V.
.82
0M
M
SS
LA
T
IN
V.
.87
150 EXST GAS
100 DOMW
ST
A:
1+
RI
M:
.80
EX
ST
S S4
IN
V.
IN
: 2
8.6
(F
RO
M
SS
9)
IN
V.
IN
: 2
8.1
(F
RO
M
EX
IS
T
SS
8)
IN
V.
O
UT
: 2
8.1
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA.
B. SEE SHEET C-002 FOR SURVEY NOTES. / VEDERE LA SCHEDA C-002
PER LE NOTE DEL RILIEVO.
C. INVERTS OF SANITARY SEWER LATERALS SHOWN AT TOP OF
VERTICAL GRAVITY WYE CONNECTION. SEE DETAIL A4 ON SHEET
C-503.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
GRAPHIC SCALES
1m0 2.5m 1:25
LEGEND / LEGGENDA
FINISHED GRADE / PIANO FINITO
EXISTING GRADE / PIANO ESISTENTE
La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
U
6-
_S .D
W G
La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
U
6-
_S .D
W G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
5m 10m0 25m 1:250
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AECOM | BAKER
NAVFAC Atlantic A-E Design JV Team
CU229
SA
NI
TA
RY
S
EW
ER
U
TI
LIT
Y
PR
OF
ILE
S
PR
OF
ILI
LI
NE
A
DI
S
OT
TO
SE
RV
IZ
IO
A
CQ
UE
N
ER
E
SCALE: V = 1:25
H = 1:250
SANITARY SEWER LINE F PROFILE (1+000 TO 1+065) /
PROFILO LINEA ACQUA NERE F (1+000 PER 1+065)
CU105S SCALE: V = 1:25
H = 1:250
SANITARY SEWER LINE G PROFILE (1+000 TO 1+037) /
PROFILO LINEA ACQUA NERE G (1+000 PER 1+037)
CU105S - CU106S
AM
EN
D-
FI
NA
L C
OM
ME
NT
S
/03
/20
W
HH
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
SCALE / SCALA: VERT = 1:25, HORIZ = 1:250
EXST SD400 - SD612 PROFILE (0+995 TO 1+165) / EXST SD400 - SD612 PROFILO (0+995 PER 1+165)
0+995 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+165
0+995 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+165
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
SCALE / SCALA: VERT = 1:25, HORIZ = 1:250
EXST SD400 - SD612 PROFILE (1+160 TO 1+290) / EXST SD400 - SD612 PROFILO (1+160 PER 1+290)
1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+290
1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+290
0+995
.1
.20
1+000
.2
.12
.2
.02
.2
.97
.2
.98
1+020
.2
.97
.0
.99
.9
.00
.9
.00
1+040
.9
.00
.8
.99
.8
.89
.8
.71
1+060
.61
.60
.60
.61
1+080
.66
.61
.60
.60
1+100
.60
.60
.60
.60
1+120
.60
.61
.62
.62
1+140
.64
.65
.66
.68
1+160
.69
1+165
EX
ST
S D4
ST
A:
1+
RI
M:
.20
IN
V.
IN
: 2 7.6
SD
0)
IN
V.
IN
: 2 7.6
SD
1)
IN
V.
O
UT
: 2
7.5
(S D4
1200 RCP
GRADE = 0.20%
SD
ST
A:
1+
2.0
RI
M:
.96
IN
V.
IN
: 2
7.6
SD
1)
IN
V.
IN
: 2
8.5
RD
0)
IN
V.
IN
: 2
9.4
SD
0A
IN
V.
O
UT
: 2
7.6
(S D6
1200 RCP
GRADE = 0.20%
SD
ST
A:
1+
5.6
RI
M:
.00
IN
V.
IN
: 2
7.7
SD
2A
IN
V.
O
UT
: 2
7.7
(S D6
IN
V.
O
UT
: 2 7.4
(S
D6
(T
RE
AT
ME
NT
1200 RCP
GRADE = 0.20%
1000 RCP
GRADE = 0.25%
SD
ST
A:
1+
4.1
RI
M:
.66
IN
V.
IN
: 2
8.0
SD
4)
IN
V.
IN
: 2
9.2
SD
5)
IN
V.
O
UT
: 2 8.0
(S
D6
1000 RCP
GRADE = 0.20%
SD
ST
A:
1+
2.5
RI
M:
.60
IN
V.
IN
: 2
8.0
SD
5)
IN
V.
O
UT
: 2 8.0
(S
D6
1000 RCP
GRADE = 0.20%
SD
ST
A:
1+
7.5
RI
M:
.67
IN
V.
IN
: 2
8.3
SD
6)
IN
V.
O
UT
: 2 8.1
(S
D6
.68
1+160
.69
.70
.71
.73
1+180
.74
.75
.77
.78
1+200
.79
.81
.82
.83
1+220
.84
.85
.86
.88
1+240
.89
.90
.92
.93
1+260
.94
.95
.01
.17
1+280
.0
.23
.0
.29
1+290
800 RCP
GRADE = 0.20%
SD
ST
A:
1+
2.5
RI
M:
.78
IN
V.
IN
: 2
8.4
SD
7)
IN
V.
O
UT
: 2 8.4
(S
D6
800 RCP
GRADE = 0.20%
SD
ST
A:
1+
5.7
RI
M:
.84
IN
V.
IN
: 2
8.5
SD
8)
IN
V.
IN
: 2
8.7
SD
8)
IN
V.
O
UT
: 2 8.5
(S
D6
800 RCP
GRADE = 0.20%
SD
ST
A:
1+
7.5
RI
M:
.90
IN
V.
IN
: 2
8.5
SD
9)
IN
V.
O
UT
: 2 8.5
(S
D6
800 RCP
GRADE = 0.20%
SD
ST
A:
1+
0.0
RI
M:
.95
IN
V.
IN
: 2
8.6
SD
9A
IN
V.
O
UT
: 2
8.6
(S D6
SEE SHEET CU104D AND CU105D / VEDERE TAVOLA CU104D E CU105D
MA
TC
HL
IN
E
- S
EE
T
HI
S
SH
EE
T
FO
R
CO
NT
IN
UA
TI
ON
/ L
IN
EA
D I U
NI
ON
E
- V
ED
ER
E
QU
ES
TA
T
AV
OL
A
PE
R
CO
NT
IN
UA
RE
SD
2A
ST
A:
1+
0.3
RI
M:
.99
IN
V.
IN
: 2
7.9
SD
7)
IN
V.
IN
: 2
7.7
SD
2)
IN
V.
O
UT
: 2 7.7
(S
D6
A)
200 SS
100 SS LAT
SEE SHEET CU105D AND CU106D / VEDERE TAVOLA CU105D E CU106D
800 RCP
GRADE = 0.20%
SD
9A
ST
A:
1+
0.8
RI
M:
.20
IN
V.
IN
: 2
9.0
SD
4)
IN
V.
IN
: 2
8.6
SD
9B
IN
V.
O
UT
: 2
8.6
(S D6
A)
200 FW
MA
TC
HL
IN
E
- S
EE
T
HI
S
SH
EE
T
FO
R
CO
NT
IN
UA
TI
ON
LIN
EA
D I U
NI
ON
E
- V
ED
ER
E
QU
ES
TA
T
AV
OL
A
PE
R
CO
NT
IN
UA
RE
MA
TC
HL
IN
E
- S
EE
S
HE
ET
C U2
F
OR
C
ON
TI
NU
AT
IO
N
LIN
EA
D
I U
NI
ON
E
- V
ED
ER
E
TA
VO
LA
C
U2
P
ER
C
ON
TI
NU
AR
E
150 GAS
EL
EC
D B
ELEC DB
150mm GAS
100 GAS
1200 RCP
GRADE = 0.11%
ST
A:
1+
9.8
RI
M:
.71
SD
IN
V.
IN
: 2
7.9
(F
RO
M
SD
3)
IN
V.
IN
: 2
7.9
(F
RO
M
SD
6)
IN
V.
O
UT
: 2 7.7
200 SS
200 FW
100 DOMW
La st s av ed b y:
T
ER
R
AJ
(2
3-
P lo tte d:
3-
-0
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
U
1-
_S D
.D W
G La st s av ed b y:
T
ER
R
AJ
(2
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5m 10m0 25m 1:250
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AECOM | BAKER
NAVFAC Atlantic A-E Design JV Team
PR
OF
ILI
LI
NE
A
DI
S
OT
TO
SE
RV
IZ
IO
A
CQ
UE
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ET
EO
RI
CH
E
ST
OR
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SE
W
ER
U
TI
LIT
Y
PR
OF
ILE
S
CU241
A. SEE SHEET C-001 FOR CIVIL
NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE
CIVILI E LEGENDA.
B. SEE SHEET C-002 FOR SURVEY
NOTES. / VEDERE LA SCHEDA
C-002 PER LE NOTE DEL RILIEVO.
GENERAL NOTES
THIS SHEET: /
NOTE GENERALI DI
QUESTO FOGLIO:
LEGEND / LEGGENDA
FINISHED GRADE / PIANO FINITO
EXISTING GRADE / PIANO ESISTENTE
1m0 2.5m 1:25
GRAPHIC SCALES
AM
EN
D-
FI
NA
L C
OM
ME
NT
S
/03
/20
W
HH
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
SCALE / SCALA: VERT = 1:25, HORIZ = 1:250
EXST SD400 - SD612 PROFILE (1+290 TO 1+375) / EXST SD400 - SD612 PROFILO (1+290 PER 1+375)
331+290 1+300 1+320 1+340 1+360 1+375
1+290 1+300 1+320 1+340 1+360 1+375
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
SCALE / SCALA: VERT = 1:25, HORIZ = 1:250
SD602A - SD621 PROFILE (1+000 TO 1+078) / SD602A - SD621 PROFILO (1+000 PER 1+078)
321+000 1+020 1+040 1+060 1+078
1+000 1+020 1+040 1+060 1+078
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
SCALE / SCALA: VERT = 1:25, HORIZ = 1:250
SD603 - SD625A PROFILE (1+000 TO 1+022) /
SD603 - SD625A PROFILO (1+000 PER 1+022)
321+000 1+0201+022
1+000 1+0201+022
.0
.29
1+290
.2
.34
.4
.42
1+300
.5
.43
.4
.41
.4
.28
.4
.14
1+320
.2
.99
.1
.99
.1
.20
.0
.20
1+340
.0
.20
.0
.20
.1
.20
.2
.20
1+360
.2
.15
.2
.02
1+375
800 RCP
GRADE = 0.20%
SD
ST
A:
1+
4.0
RI
M:
.00
IN
V.
IN
: 2
9.1
SD
1)
IN
V.
O
UT
: 2 8.7
(S
D6
450 RCP
GRADE = 0.50%
SD
ST
A:
1+
2.1
RI
M:
.01
IN
V.
IN
: 2
9.2
EX
ST
S
D2
4)
IN
V.
O
UT
: 2
9.2
(S D6
450 RCP
GRADE = 0.50%
SD
ST
A:
1+
1.7
RI
M:
.99
IN
V.
O
UT
: 2 9.8
(S
D6
.8
.99
1+000
.8
.00
.7
.00
.6
.99
.8
.98
1+020
.9
.98
.2
.89
.2
.80
.2
.80
1+040
.1
.80
.0
.80
.0
.80
.0
.80
1+060
.0
.93
.0
.00
.0
.89
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
SCALE / SCALA: VERT = 1:25, HORIZ = 1:250
SD617 - SD623 PROFILE (1+000 TO 1+010) /
SD617 - SD623 PROFILO (1+000 PER 1+010)
1+000 1+010
1+000 1+010
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
SCALE / SCALA: VERT = 1:25, HORIZ = 1:250
SD618 - SD624 PROFILE (1+000 TO 1+006) /
SD618 - SD624 PROFILO (1+000 PER 1+006)
321+000 1+006
1+000 1+006
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
SCALE / SCALA: VERT = 1:25, HORIZ = 1:250
SD619 - SD622 PROFILE (1+000 TO 1+014) /
SD619 - SD622 PROFILO (1+000 PER 1+014)
1+000 1+014
1+000 1+014
450 RCP
GRADE = 0.39%
SD617
RIM: 30.999
INV. IN: 29.148 (SD618)
INV. IN: 29.297 (SD623)
INV. OUT: 27.996(SD617)
STA: 1+013.19
450 RCP
GRADE = 0.50%
SD618
RIM: 30.980
INV. IN: 29.284 (SD619)
INV. IN: 29.554 (SD624)
INV. OUT: 29.209(SD618)
STA: 1+025.49
375 RCP
GRADE = 0.50%
SD619
RIM: 30.800
INV. IN: 29.334 (SD620)
INV. IN: 29.487 (SD622)
INV. OUT: 29.334(SD619)
STA: 1+035.40
375 RCP
GRADE = 0.50%
SD
ST
A:
1+
2.3
RI
M:
.80
IN
V.
IN
: 2
9.4
SD
1)
IN
V.
O
UT
: 2 9.4
(S
D6
375 RCP
GRADE = 0.50%
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